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三轴高周载荷下煤岩疲劳损伤破裂演化特征研究

邢鲁义 王超 陈海瑞 张国建 何天武

山东建筑大学学报2026,Vol.41Issue(2):33-39,49,8.
山东建筑大学学报2026,Vol.41Issue(2):33-39,49,8.DOI:10.12077/sdjz.2026.02.004

三轴高周载荷下煤岩疲劳损伤破裂演化特征研究

Research on the evolution characteristics of coal fatigue damage fracture under triaxial high cycle load

邢鲁义 1王超 2陈海瑞 3张国建 4何天武2

作者信息

  • 1. 山东建筑大学 土木工程学院,山东 济南 250101||山东建筑大学 建筑结构加固改造与地下空间工程教育部重点实验室,山东 济南 250101
  • 2. 山东建筑大学 土木工程学院,山东 济南 250101
  • 3. 甘肃华能天竣能源有限公司,甘肃 庆阳 745700
  • 4. 山东建筑大学 测绘地理信息学院,山东 济南 250101
  • 折叠

摘要

Abstract

To investigate the effects of stress level and loading frequency on the evolution of fatigue damage and fracture in coal,triaxial high cycle load tests with acoustic emission(AE)monitoring were conducted.The AE responses and macro-meso fracture characteristics of coal under different conditions were analyzed.The results indicate that with a fixed lower-bound stress,a higher upper-bound stress leads to more significant fatigue crack development and more active AE responses.The specimen successively undergoes initial damage in the linear loading stage,followed by slight,moderate,and severe fatigue in the cyclic loading stage ultimately leading to failure.An increase in loading frequency accelerates the initiation,propagation and coalescence of microcracks,and significantly enhances AE activity,with the energy count rate and ringing count rate exhibiting highly synchronous variations.In contrast to conventional triaxial compression,coal under high cycle load presents multi-directional shear failure,with more complex crack distribution,more uniform fragmentation and more dispersed deformation at the microscale.AE parameters can effectively characterize the evolution process of fatigue damage in coal.

关键词

岩石力学/煤岩/三轴高周载荷/声发射/疲劳破裂演化

Key words

rock mechanics/coal/triaxial high cycle load/acoustic emission/fatigue fracture evolution

分类

建筑与水利

引用本文复制引用

邢鲁义,王超,陈海瑞,张国建,何天武..三轴高周载荷下煤岩疲劳损伤破裂演化特征研究[J].山东建筑大学学报,2026,41(2):33-39,49,8.

基金项目

山东省自然科学基金项目(ZR2025QC575) (ZR2025QC575)

山东建筑大学博士科研基金项目(XNBS20116) (XNBS20116)

山东建筑大学学报

1673-7644

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